[0001] The present invention relates to a cement mortar composition for producing articles,
such as, in particular, dies for shaping plates, for example, of plastics or composite
material or metal sheet and to articles produced in this manner.
[0002] In many areas of industry, and in the motor vehicle industry in particular, dies
are used for drawing metal sheets into a desired shape so as to form, for example,
bodywork parts and various motor vehicle components.
[0003] Steel dies are usually used for mass production even though they are very expensive.
In fact, they have adequate mechanical strength and their cost is suitably spread
over a large number of parts produced.
[0004] On the other hand, materials other than steel are used for dies used for producing
small series of parts and for those used for performing tests, which are modified
and/or remade several times, in order to reduce the cost and enable the die to be
prepared more rapidly.
[0005] Among the latter materials there can be listed low-melting metal alloys, thermosetting
resins, which may possibly be reinforced, and cement mortars.
[0006] With respect to the other materials, cement mortars have numerous advantages in terms
of cost, ease of working without developing substantial pollutants and the possibility
of elimination without harmful consequences for the environment.
[0007] Cement mortars lend themselves well to this application since they are particularly
resistant to the mechanical compressive stresses which are particularly prevalent
in a die.
[0008] Tensile and bending stresses, which are also present in a die, can advantageously
be absorbed by providing adequate reinforcement, for example of metal or polymer material.
[0009] The object of the present invention is to provide a cement mortar composition which
is suitable for the production of articles such as, in particular, dies for shaping
plates, which is inexpensive and easy to use and, at the same time, permits dies having
adequate mechanical strength to be produced.
[0010] This object is achieved by a cement mortar composition comprising, in the quantities
defined by the following weight percentages:
- cement 20-50%
- expanding agent 1-10%
- dispersing agent 0.5 to 2%
- de-aerating agent 0.5-1.5%
- sand 30-70%
- calcareous filler 1-10%.
[0011] In order to produce a shaped article, such as, for example, a die, from a cement
mortar composition according to the invention, a mixture of the latter is prepared
with water, the mixture is then agitated for a suitable amount of time, it is then
poured into a mould which reproduces the shape of the die which is to be produced,
and the mixture is left to harden.
[0012] It has been discovered by experiment that a compressive strength according to the
European standard CEN EN 196/1 of at least 50 N/mm² is attained using the mortar composition
of the invention and this is sufficient for forming operations in conditions which
are not extreme. This strength can be attained in a short time (between 1 and 3 days
after casting) even at ambient temperature.
[0013] The composition according to the invention has the particular advantage that, once
mixed with water, it assumes high fluidity which is maintained for a length of time
sufficient to enable it to be used.
[0014] The mixture of water and cement mortar according to the invention can thus be cast
in complex moulds by filling them sufficiently, without the need to subject it to
particular mechanical stresses, such as shaking, vibrations and the like, except in
order to expel any air bubbles remaining entrapped against the walls.
[0015] If the cement mortar according to the invention is used for producing dies comprising
a metal reinforcement, it has the further advantages of having a high degree of adhesion
to the metal and of not tending to shrink, ensuring optimum cohesion with the frame,
once hardened.
[0016] It is possible to use any type of cement, whether it is based on Portland clinker
or is aluminous, in the mortar composition according to the invention. Preferably,
a cement of the high-strength type is used, for example of the 42.5 N/mm² or 52.5
N/mm² type, as defined by the European standard CEN ENV 197/1.
[0017] The role of the expanding agent is to eliminate hydraulic shrinkage, which, if it
is not compensated, can cause flaws and changes in the dimensions of the die.
[0018] Preferably, a calcium sulphoaluminate or calcium oxide-based product is used for
this purpose.
[0019] The role of the dispersing agent is to reduce the amount of water to be added to
the cement mortar composition which, if it is too high, would compromise the mechanical
properties of the articles produced from the mixture.
[0020] Preferably, to this end, a product based on a calcium or sodium salt of naphthalene
sulphonate condensed with formaldehyde or based on melamine or on acrylic polymers
or copolymers is used.
[0021] The function of the de-aerating agent is to reduce drastically and, if possible,
eliminate the formation of air bubbles when the mortar is mixed with the water and
when the mixture is subsequently cast.
[0022] Preferably, an alluvial siliceous-type sand having granules with a maximum diameter
of up to 4 mm and, more preferably, of up to 1 mm is used in the composition according
to the invention.
[0023] This sand has the advantage of being compact and of being formed of rounded granules
so as to reduce the amount of water with which it has to be mixed, and of having high
resistance to impact and wear. Moreover, the above grain size improves the characteristics
of fluidity and cohesion of the fresh mortar.
[0024] According to another preferred embodiment of the invention the sand is of the alluvial
siliceous type with 1 to 50% by weight of granules with a maximum diameter of up to
0.5 mm and 99 to 50% by weight of granules with a diameter comprised between 0.5 and
4 mm.
[0025] The function of the calcareous filler is to improve the rheological properties of
the composition of the fresh mortar, to impart a compact surface to the hardened mortar
and possibly to accelerate the development of mechanical strength. The filler preferably
consists of powdered calcium carbonate in the form of granules having a maximum diameter
of 90 µm, of which at least 50% have a diameter of less than 20 µm.
[0026] As an alternative to the use of cement and of a calcareous filler as separate ingredients
in the composition of the invention, it is possible to use a limestone Portland cement
(for example of the type defined by the European standard CEN ENV 197/1) which already
contained these two ingredients in a ratio which is within the range defined by the
composition of the present invention.
[0027] A further object of the present invention is an article, in particular a die for
shaping plates, produced following the preparation of a mixture from water and a cement
mortar composition as indicated above, the pouring of the mixture into a mould corresponding
to that of the desired article and the setting of this mixture.
[0028] Preferably, the above mixture is obtained by mixing 100 parts by weight of cement
mortar composition with 8-22, or more preferably 10-17, parts by weight of water.
[0029] In this manner, articles which can assume a strength of at least 50 N/mm² according
to the European standard CEN EN 196/1 are obtained at the latest within 3 days after
casting and preferably within one or two days after casting.
[0030] By virtue of their particular composition, the articles produced from the cement
mortar of the invention are further free from surface defects and are thus particularly
suitable for use as dies.
[0031] These articles can be produced by casting the mixture of mortar and water into a
temporary formwork made of wood, plastic material or metal, or into a permanent metal
formwork. The latter facilitates the successive movements of the articles, such as,
for example, the anchorage of the press to the frame if dies are involved.
[0032] The articles produced according to the invention can be formed of one or more parts,
possibly reinforced by a continuous metal reinforcement and/or a reinforcement which
is diffused with metal, vegetable or polymer fibres buried in the set mortar.
[0033] Furthermore, the surfaces of the dies produced according to the invention which are
intended to be in contact with the plates to be shaped can be covered with a coating
layer which is at least 0.1 mm thick and preferably less than 30 cm thick.
[0034] This coating layer can, for example, be made of metal, reinforced polymer material
or a cement material which is different from that of the compositions described above.
[0035] Further advantages and characteristics of the present invention will become clear
from the following embodiments and from the appended sheets of drawings which are
provided by way of non-limiting and in which:
- Figure 1 is a schematic perspective view of a die produced from a cement mortar composition
according to the invention; and
- Figure 2 is a schematic perspective view of a further die produced from a cement mortar
composition according to the invention.
Example 1
[0036] A dry, premixed mortar which is ready for use is prepared and has the following composition
given as weight percentages:
Portland cement CEM I 52.5R |
50.0% |
DILACONR: |
5.0% |
calcareous filler |
10.0% |
naphthalene sulphonate FLUBER CR 140: |
2.0% |
de-aerating additive PND: |
1.0% |
silica having a maximum diameter of 0.5 mm: |
32.0% |
DILACON (registered trade mark) is a calcium sulphoaluminate-based expanding agent
produced by ENICHEM.
FLUBE (registered trade mark) CR 140 is a dispersing agent produced by the Bozzetto
company.
PND is a de-aerating agent sold by the Addiment company.
Portland cement CEM I 52.5R is produced by Unicem. |
[0037] The mortar having this composition is mixed for four minutes in a high-speed mixer
with 20 weight % of water. A homogeneous paste is obtained which is totally depleted
of segregations, is very fluid, has an only slightly viscous appearance, and which,
after 30 minutes, has the same properties almost completely unchanged. The following
measurements are taken using standard test methods:
spreading (UNI 7044): |
> 200% |
density (CEN prEN 1015-6): |
2203 kg/m³ |
content of air (CEN prEN 1015-7) |
0.7% |
compressive strength after 1 day: |
41.7 N/mm² |
compressive strength after 3 days: |
73.0 N/mm² |
[0038] The compressive strength is measured on 40x40x160 mm test pieces made and seasoned
according to the provisions of the standard CEN EN 196/1.
[0039] A die illustrated in Figure 1 is produced with the mortar having this composition.
This die consists of three parts, a matrix 10a, a blank holder 12a and a punch 14a
respectively, and it can impress a cross shape on a plate in particular a metal sheet.
[0040] The parts 10a, 12a and 14a have a continuous metal reinforcement, not illustrated
in Figure 1 and produced by known methods which provide for the use of cages and rods
welded to one another.
[0041] The die is used a number of times, producing a consistent number of impressions each
of which is approximately 20 mm deep. The mechanical behaviour of all three parts
10a, 12a, 14a is highly satisfactory. The metal sheet is also drawn in a uniform manner.
The surfaces of the die which are in contact with the metal sheet are lubricated with
powdered graphite. Various types of metal sheet are used, including a stainless steel
which is 1 mm thick.
Example 2
[0042] A die illustrated in Figure 2 is produced with the same premixed mortar described
in Example 1. This die is formed of three parts, a matrix 10b, a blank holder 12b
and a punch 14b respectively, and can draw a metal sheet into a shape which faithfully
reproduces the parabola of a motor vehicle headlight. The casting process is performed
according to the operating procedure described in Example 1.
[0043] The parts 10b, 12b and 14b have a continuous metal reinforcement not illustrated
in Figure 2 and produced by known methods which provide for the use of cages ad rods
welded to one another.
[0044] When the three parts 10b, 12b, 14b are demoulded, the good behaviour of the mortar
for the purposes of the production of smooth surfaces free from visible defects, already
evident in the die described according to Example 1, can be noted.
[0045] Numerous forming tests have been performed, following which some examples of parabola
have been produced in a satisfactory manner, both from the point of view of the drawing
of the metal sheet and of the mechanical behaviour of the die.
Example 3
[0046] A dry premixed mortar ready for use is prepared according to the following composition
given as weight percentages:
Portland cement CEM I 52.5: |
35.0% |
DILACONR: |
4.2% |
calcareous filler: |
4.9% |
naphthalene sulphonate FLUBER CR 140: |
1.4% |
de-aerating additive PND: |
1.0% |
silica sand with a maximum diameter of 1 mm: |
53.5% |
[0047] The mortar having this composition is mixed according to the procedure described
in Example 1 with 16.5% of water, obtaining a fresh mortar having rheological characteristics
judged suitable for the construction of dies on the basis of the evaluation criteria
defined in the preceding examples.
[0048] The following measurements were taken using the test methods cited in Example 1:
spreading: |
> 200% |
density: |
2210 kg/m³ |
air content: |
0.5% |
compressive strength after 1 day: |
41.3 N/mm² |
compressive strength after 2 days: |
55.4 N/mm² |
compressive strength after 3 days: |
61.8 N/mm² |
compressive strength after 7 days: |
65.2 N/mm² |
compressive strength after 28 days: |
80.5 N/mm² |
[0049] The mortar is used for preparing the three parts 10b, 12b, 14b of which the die according
to Figure 2 is composed, according to the procedure described in Example 2. The die
is used satisfactorily in repeated metal sheet forming tests and does not give rise
to cracking phenomena due to hydraulic shrinkage.
Example 4
[0050] A dry premixed mortar ready for use is prepared according to the following composition
given as weight percentages:
Portland cement CEM I 52.5: |
25.5% |
DILACON: |
3.0% |
calcareous filler: |
5.0% |
naphthalene sulphonate FLUBE CR 140: |
1.0% |
de-aerating additive PND: |
1.0% |
silica sand with maximum diameter of 0.5 mm: |
23.0% |
silica sand with maximum diameter of 4 mm: |
42.0% |
[0051] By adding to this composition 11% of its weight of water according to the procedure
of Example 1, a mortar of suitable rheological behaviour is obtained. The following
properties were measured by using the test methods cited in Example 1:
spreading: |
200% |
air content: |
1.4% |
compressive strength after 1 day: |
43.2 N/mm² |
compressive strength after 3 days: |
67.4 N/mm² |
compressive strength after 7 days: |
76.5 N/mm² |
compressive strength after 28 days: |
83.5 N/mm² |
[0052] A die prepared with this mortar performed well in numerous forming tests on metal
sheet.
1. A cement mortar composition for producing articles, such as in particular dies for
shaping plates, comprising, in the quantities defined by the following weight percentages:
- cement 20-50%
- expanding agent 1-10%
- dispersing agent 0.5 to 2%
- de-aerating agent 0.5-1.5%
- sand 30-70%
- calcareous filler 1-10%
2. A composition according to Claim 1, characterized in that the cement is of the type
having high strength, of the 42.5 N/mm² or 52.5 N/mm² type, as defined by the European
standard CEN ENV 197/1.
3. A composition according to either of the preceding claims, characterized in that the
expanding agent is a calcium sulphoaluminate or calcium oxide-based product.
4. A composition according to any one of the preceding claims, characterized in that
the dispersing agent is a product based on a calcium or sodium salt of naphthalene
sulphonate condensed with formaldehyde or based on melamine or on acrylic polymers
or copolymers.
5. A composition according to any one of the preceding claims, characterized in that
the sand is of the alluvial siliceous type and has granules with a maximum diameter
of up to 4 mm and preferably up to 1 mm.
6. A composition according to any one of the preceding claims 1 to 4, characterized in
that the sand is of the alluvial siliceous type with 1 to 50% by weight of granules
with a maximum diameter of up to 0.5 mm and 99 to 50% by weight of granules with a
diameter comprised between 0.5 and 4 mm.
7. A composition according to any one of the preceding claims, characterized in that
the calcareous filler consists of powdered calcium carbonate in the form of granules
having a maximum diameter of 90 µm, of which at least 50% have a diameter of less
than 20 µ.
8. An article, in particular a die for shaping plates, produced following the preparation
of a mixture from water and those cement mortar compositions according to any one
of the preceding claims, the casting of the mixture in a mould corresponding to that
of the desired article, and the setting of the mixture.
9. An article according to Claim 8, characterized in that the mixture is obtainable by
mixing 100 parts by weight of cement mortar composition with 8-22, preferably 10-17,
parts by weight of water, the set mixture constituting the article having a compressive
strength of at least 50 N/mm² according to the European standard CEN EN 196/1 at the
latest within three days after casting and preferably within one or two days after
casting.
10. An article according to either of Claims 8 and 9, characterized in that the mixture
is cast in a metal formwork which can facilitate the subsequent movement of the article.
11. An article according to any one of the preceding claims 8 to 10, characterized in
that it is formed from one or more parts, reinforced with a continuous metal reinforcement
and/or a reinforcement diffused with metal, vegetable or polymer fibres buried in
the set mortar.
12. An article, in particular a die, according to any one of the preceding Claims 8 to
11, characterized in that its surfaces which are to contact the plates to be shaped
are covered with a coating layer which is of at least 0.1 mm thick and preferably
less than 30 cm thick.
13. An article according to Claim 12, characterized in that the coating layer is metal,
reinforced polymer material or a cement material which is different from that obtained
from the composition according to claims 1 to 7.